ACI (2011).
Building code requirements for structural concrete and commentary. Farmington Hills, Mich.
AISC (2010).
Specifications for structural steel buildings. Chicago, IL.
Elchalakani, M, and Zhao, X.L (2008) Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending.
Engineering Structures, Vol. 30, No. 2, pp. 287-299. 10.1016/j.engstruct.2007.03.025.
Elchalakani, M, Zhao, X.L, and Grzebieta, R.H (2001) Concrete-filled cicular steel tubes subjected to pure bending.
Journal of Constructional Steel Research, Vol. 57, pp. 1141-1168. 10.1016/S0143-974X(01)00035-9.
Ellobody, E, and Young, B (2006) Nonlinear analysis of concrete filled steel SHS and RHS columns.
Thin- Walled Structures, Vol. 44, pp. 919-930. 10.1016/j.tws.2006.07.005.
European Committee for Standardisation (2004)
Design of composite steel and concrete structures, part 1.1 general rules and rules for buildings. EN 1944-1-1, Eurocode 4, European Union.
Filippou, F.C, Popov, E.P, and Bertero, V.V (1983). Effects of bond deterioration on hysteretic behavior of reinforced concrete joints.
Report EERC 83-19, Earthquake Engineering Research Center. University of California, Berkeley.
Han, L.H, and Zhao, X.L (2009) Analytical behavior of circular concrete-filled thin-walled steel tubes subjected to bending.
Thin-Walled Structures, Vol. 47, pp. 346-358. 10.1016/j.tws.2008.07.004.
Hu, H.T, Huang, C.S, Wu, M.H, and Wu, Y.M (2003) Nonlinear analysis of axial loaded concrete-filled tube columns with confinement effect.
Journal of Structural Engineering ASCE, Vol. 129, No. 10, pp. 1322-1329. 10.1061/(ASCE)0733-9445(2003)129:10(1322).
Kim, K.D, Ko, M.G, Kim, D.S, and Han, K.J (2015b) Performance assessment for rockfall protection system II: performance assessment.
Journal of the Korean Society of Civil Engineers, Vol. 35, No. 1, pp. 49-61. 10.12652/Ksce.2015.35.1.0049.
Kim, K.D, Ko, M.G, Kim, D.S, and Moon, B.G (2015a) Performance assessment for rockfall protection system I: performance assessment criteria.
Journal of the Korean Society of Civil Engineers, Vol. 35, No. 1, pp. 63-76. 10.12652/Ksce.2015.35.1.0063.
Korea Road and Transportation Association (2010)
Design Specifications for Roadway Bridges.
Lu, Y.Q, and Kennedy, D.J.L (1992). The Flexural Behavior of Concrete-Filled Hollow Structural Sections.
Structural Engineering Report 178, April, Department of Civil Engineering. University of Alberta, Alberta, Canada.
Ministry of Land Infrastructure and Transport (2008).
Installation and Management Guidelines of Road Safety Facilities - Rockfall Fence.
Mohd Hisham Mohd Yassin (1994)
Nonlinear Analysis of Prestressed Concrete Structures under Monotonic and Cycling Loads Ph.D. dissertation, University of California; Berkeley.
Moon, J.H, Park, K.S, and Lee, H.E (2014) Evaluation of P-M interaction curve for circular concrete-filled tube (CFT) column.
Journal of Korean Society of Civil Engineers, Vol. 34, No. 2, pp. 355-365. 10.12652/Ksce.2014.34.2.0355.
Shim, C.S, Jeon, C.H, Kim, D.W, and Kim, D.Y (2015) Numerical analysis on CFT modular bridge piers with OPENSEES.
2015 conference of Korean society of Civil Engineers. Korean society of Civil Engineers, pp. 25-26.
Taucer, F.F, Spacone, E, and Filippou, F.C (1991).
A Fiber Beam-Column Element for Seismic Response Analysis of Reinforced Concrete Structures. Report No. UCB/ EERC-91/17. Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.